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Frewert Trucking TIS <br /> Figure 9:Cumulative plus Project Peak Hour Traffic Volumes <br /> S.Harlan® Roth Rd Rd& ® RothRd ff 5NffRamp& ® Roth Rd1-5 SB Ramp& <br /> AR <br /> 46(80) 4 <br /> rNv+ O nM o <br /> 00 m F 291(431] 342{485] v. � m F 115(185} <br /> IJ l) ` 34(67) F 287{311} � to 200(199) <br /> Roti Rd ROO Ad R4 Rd <br /> 87(95) 1 73(76) ;Tr-,- <br /> 148(172) <br /> 340(397) 389(446) o 39(78) <br /> 181(210) g N <br /> N <br /> Roth Rd&Manthey Rd ® Mawert Rd& ® Frewert & <br /> anthey Rd ProjectDriveway#1 <br /> q 9 34(121) o <br /> -�y150(124) tJ �r 24(30) <br /> - Roth Rd Frewert Rd Frewert Rd r <br /> t75(100) 60(83)--- _ <br /> r 12(20) a v 0(0) 3 0 = <br /> ® Frewert Rd& <br /> Project Driveway#2 <br /> 29(24( <br /> 36(47) <br /> Frewert Rd <br /> 21(27) E 1 f <br /> 0(0) <br /> o m <br /> .Q <br /> LEGEND <br /> 1._I Project Site XX AM Peak Hour Volumes <br /> ® Study intersection (XX) PM Peak Hour Volumes <br /> N <br /> --- Project Driveway A <br /> 094-135108/2022 <br /> TJ KM <br />